E3S Web Conf.
Volume 274, 20212nd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE – 2021)
|Number of page(s)||7|
|Section||Building Constructions, Buildings and Structures|
|Published online||18 June 2021|
Analytical evaluation of the fundamental frequency of natural vibrations of the spatial coverage
National Research University «Moscow Power Engineering Institute», 112250, Krasnokazarmennaya st., Moscow, Russia
* Corresponding author: firstname.lastname@example.org
The scheme of statically definable truss of spatial coverage is proposed. The formula for the dependence of the vibration frequency on the number of panels is derived. The Dunkerley lower bound and the induction method are used to generalize particular solutions to the case of an arbitrary number of panels. The calculation of the forces in the rods by cutting out the nodes and the analytical transformations to obtain the desired dependence are performed in the Maple computer mathematics system. The solution is compared with the numerical one obtained by solving the problem on the eigenvalues of the characteristic matrix for a system with many degrees of freedom. It is shown that the estimation accuracy depends on the number of panels.
Key words: truss / vibration frequency / induction / Maple / spatial coverage
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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